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小截面预制方桩制桩质量控制要点
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作者 张强 熊春煌 《福建建筑高等专科学校学报》 2001年第B12期44-45,共2页
介绍成组立模工艺制作小截面砼预制桩的质量控制措施。
关键词 小截面预测方桩 成组立 质量控制 制桩方法 材料控制 底模控制
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Control technology for floor heave of Jurassic soft rock in the Erdos Basin of China: A case study 被引量:3
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作者 WEN Zhi-jie JING Suo-lin +1 位作者 MENG Fan-bao JIANG Yu-jing 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第12期4051-4065,共15页
The deformation of soft rock roadway caused by floor heave is a major challenge for coal mines in China western mining areas. To achieve security and stability of soft rock roadway, this work considered the headgate a... The deformation of soft rock roadway caused by floor heave is a major challenge for coal mines in China western mining areas. To achieve security and stability of soft rock roadway, this work considered the headgate at panel 11505 of the Yushujing Coal Mine as background. First, based on the limit equilibrium method and slip line field theory,a model of floor heave was established, the mechanism of floor heave control was analyzed, and an optimized support method was proposed. Then, the displacement, stress and failure zones around the surrounding rock with the original and optimized support were studied by FLAC. Finally, the serviceability of the support method was verified by field application. The results showed that the main deformation form of soft rock roadway is floor heave, and 0.5 m is relatively reasonable thicknesses of the inverted arch. The extrusion failure zone and shear failure zone were mainly affected by tensile and shear failure, respectively. The modification of floor and the effective support are key points. The failure zone was consistent between numerical simulation and theoretical calculation. The maximum convergences of floor heave determined by numerical simulation and field measurement were 220 mm and 240 mm, respectively, which were reduced by 55% and 60% compared with the original support, and the convergence between sidewalls decreased considerably. The optimized support method controls the floor heave well. 展开更多
关键词 soft rock roadway floor heave mechanical model control mechanism optimized support
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Vehicle path tracking by integrated chassis control 被引量:10
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作者 Saman Salehpour Yaghoub Pourasad Seyyed Hadi Taheri 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第4期1378-1388,共11页
The control problem of trajectory based path following for passenger vehicles is studied. Comprehensive nonlinear vehicle model is utilized for simulation vehicle response during various maneuvers in MATLAB/Simulink. ... The control problem of trajectory based path following for passenger vehicles is studied. Comprehensive nonlinear vehicle model is utilized for simulation vehicle response during various maneuvers in MATLAB/Simulink. In order to follow desired path, a driver model is developed to enhance closed loop driver/vehicle model. Then, linear quadratic regulator(LQR) controller is developed which regulates direct yaw moment and corrective steering angle on wheels. Particle swam optimization(PSO) method is utilized to optimize the LQR controller for various dynamic conditions. Simulation results indicate that, over various maneuvers, side slip angle and lateral acceleration can be reduced by 10% and 15%, respectively, which sustain the vehicle stable. Also, anti-lock brake system is designed for longitudinal dynamics of vehicle to achieve desired slip during braking and accelerating. Proposed comprehensive controller demonstrates that vehicle steerability can increase by about 15% during severe braking by preventing wheel from locking and reducing stopping distance. 展开更多
关键词 vehicle dynamics active control system optimal controller electronic stability program(ESP) particle swam optimization(PSO)
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Roadway failure and support in a coal seam underlying a previously mined coal seam 被引量:5
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作者 Lu Yinlong Wang Lianguo Zhang Bei 《International Journal of Mining Science and Technology》 SCIE EI 2012年第5期619-624,共6页
The influence of an upper,mined coal seam on the stability of rock surrounding a roadway in a lower coal seam is examined.The technical problems of roadway control are discussed based on the geological conditions exis... The influence of an upper,mined coal seam on the stability of rock surrounding a roadway in a lower coal seam is examined.The technical problems of roadway control are discussed based on the geological conditions existing in the Liyazhuang Mine No.2 coal seam.The stress distribution and floor failure in the lower works after mining the upper coal is studied through numerical simulations.The failure mechanism of the roof and walls of a roadway located in the lower coal seam is described.The predicted deformation and failure of the roadway for different distances between the two coal seams are used to design two ways of supporting the lower structure.One is a combined support consisting of anchors with a joist steel tent and a combined anchor truss.A field test of the design was performed to good effect.The results have significance for the design of supports for roadways located in similar conditions. 展开更多
关键词 Adjacent coal seams Floor destruction of the upper coal Lower coal roadway Deformation and failure Support measure
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Mitigation of floor heave in West Kentucky Coal Mine 被引量:4
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作者 Perry Kyle Bradley Joel +1 位作者 Unrug Kot Klimek Mark 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第3期521-525,共5页
A West Kentucky mine operation in No. 11 seam encountered floor heave, due to the localized increase in the thickness of the fireclay mine floor. Floor heave has overridden seals installed in two mined out panels. The... A West Kentucky mine operation in No. 11 seam encountered floor heave, due to the localized increase in the thickness of the fireclay mine floor. Floor heave has overridden seals installed in two mined out panels. The third seal's location was planned for isolating that area from the Mains. A plan of support has been developed to prevent repetition of the floor heave and related problems outby the seals. The applied ground control measures were successful. An attempt of a 3D numerical modeling was made; thus, it would match the observed behavior of the mine floor and could be used as a design tool in similar conditions. The paper describes sequence of events, an applied mitigation ground control system, and the first stage of numerical modeling. 展开更多
关键词 Floor heave Presplit Secondary support Modeling
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Molecular dynamics reveal a novel kinase-substrate interface that regulates protein translation
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作者 Ming S. Liu Die.Wang +4 位作者 Hiroyuki Morimoto Howard C.H. Yim Aaron T. Irving Bryan R.G. Williams Anthony J, Sadler 《Journal of Molecular Cell Biology》 SCIE CAS CSCD 2014年第6期473-485,共13页
A key control point in gene expression is the initiation of protein translation, with a universal stress response being constituted by in- hibitory phosphoryiation of the eukaryotic initiation factor 2α (el F2oL). ... A key control point in gene expression is the initiation of protein translation, with a universal stress response being constituted by in- hibitory phosphoryiation of the eukaryotic initiation factor 2α (el F2oL). In humans, four kinases sense diverse physiological stresses to regulate elF2α to control cell differentiation, adaptation, and survival. Here we develop a computational molecular model of elF2α and one of its kinases, the protein kinase R, to simulate the dynamics of their interaction. Predictions generated by coarse-grained dynamics simulations suggest a novel mode of action. Experimentation substantiates these predictions, identifying a previously unrecognized interface in the protein complex, which is constituted by dynamic residues in both elF2α and its kinases that are crucial to regulate protein translation. These findings call for a reinterpretation of the current mechanism of action of the el F2α kinases and demonstrate the value of conducting computational analysis to evaluate protein function. 展开更多
关键词 molecular dynamics eukaryotic initiation factor 2α(elF2oc) elF2α kinases protein kinase R (PKR) protein translation kinase activity
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